Section Classification of Laterally unsupported ISMB section
AppliesTo | |||
Product(s): | STAAD.Pro | ||
Version(s): | All | ||
Environment: | N/A | ||
Area: | STAAD.ProWiki | ||
Subarea: | Design | ||
OriginalAuthor: | SurojitGhosh | ||
STAAD.Pro Model
Relevant STAAD.Pro model (.std file) can be downloaded from the following link:
STAAD.Pro model for IS 800:2007 verification example
Sectional Property details
Section ISMB250
Ax = 4760 mm2 ZEZ = 410560 mm3
Ay = 1725 mm2 ZEY = 53600 mm3
Az = 3125 mm2 ZPZ = 466000 mm3
Ixx = 250000 mm4 ZPY = 89700 mm3
Iyy = 3350000 mm4 fy = 250 N/mm2
ry = 26.53 mm FU = 420 N/mm2
rz = 103.83 mm
Critical Design Forces
Axial Force (FX) = 710.792E-03 kN (Compression)
Shear force (FY) = -4.500E+00 kN
Shear force (FZ) = 0.000E+00 kN
Torsion (MX) = 0.000E+00 kN-m
Bending moment (MY) = 0.000E+00 kN-m
Bending moment (MZ) = 1.914E+00 kN-m